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HomeMy WebLinkAbout1548-D BENCH MARK GENERAL NOTES : CONSTRUCTION NOTES & QUANTITY ESTIMATES : BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE . & 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS. THE CITY 19TH ST. . 44 FT. W . C.L . HAVEN OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS AVE. & 83 FT. N. C .L. 19TH ST . FOR PUBLIC WORKS CONSTRUCT I ON-CURRENT EDITION. CONTRACTOR O1 INSTALL 36' R.C.P. , 1250-D. SET DRIVE P I N W/C .S. TAG IN SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE r` TOP AT THE E. END OF A HEAD- TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. O2 INSTALL 30" R.C.P. , 1250-D. ------ - - -- ---- - 3! 7 G•f 1� WALL FOR 3-24" C .M.P . 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWERINSTALL 18" R.C.P. , 1250-D. -- 20 F: 53 LF ELEV . 1430 .686 FT . POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT O3 --- -- - - - - - -- SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 4O CONST. TRANSITION STRUCTURE NO. 3 PER ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE I EA REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO CITY STD. PLAN NO. 336 . - - -- - - - -- - -- - COST TO THE CITY OF RANCHO CUCAMONGA. OS 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE CONST. CONCRETE COLLAR PER CITY STD.PLAN NO. 329 . - - - - - - - - - - - - - - - --- - - - ------ - 3 �• '. HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY f DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY OREMa�E ExlS , FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN 6 r 36" RGP - - -- -- - - -- -- --- - - ---- --- !9 L•F > ON THESE PLANS. O 4 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA jr6nl G /9"G.M•R/e/SE,R jlE/R X rA/G ON 'l 2 - - - - - - -- -- / E,�4• Ilk ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 8 /1 �r/L LWITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. !8 , G /O G.r` 4 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. aj Cau977Wc7- JukuCT/ou Jb PrOMSMD C.B. pEr, C17Y 0 F-A. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT O s7D Pttiv A10. 13016 • POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE Q/ THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 10 Vr"O E 1,57- CA7rH a"/,V / r'✓A. BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. s s AJ 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE. OR OTHER UTILITY LATERALS, // CDA! T7C11CT C$ . G73' TD. PU 3G7 2 MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. O 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. S. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO THE INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R-VALUE. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 1O.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS ( PRIOR TO FINAL PLAN APPROVAL 3 . 11 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. * .WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 16 .NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 17 .CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT MR. BOB STALLINGS (213) 969-2718 FOR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE (800) 422-4132 FOR UNDERGROUND SERVICE C. SOUTHERN CALIFORNIA GAS COMPANY C909) 798-7739 1981 W. LUGONIA AVENUE REDLANDS, CA 92373 D. CUCAMONGA COUNTY WATER DISTRICT C9093 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA. CA 91730 E. METROPOLITAN WATER DISTRICT C9093 593-7474 P.O. BOX 54153 LOS ANGELES, CA 90054 F. PACIFIC TELEPHONE COMPANY 09093 999-5639 G. SOUTHERN CALIFORNIA EDISON COMPANY (909) 983- 1746 422 NORTH SECOND AVENUE QROfES$/p�, UPLAND, CA 91786 4� 1 S.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT <,. Q /}pI7 C.Ss LAr Y " PES Tib 14-9 017, SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN + N0. 1', THE ROADWAY HAVE BEEN INSTALLED. ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED. AND ALL UNACCEPTABLE CITY $-UrNGw MCir/G RA�L_,T0AO - DESCRIPTION OF REVISION DATE _ ♦c # APPROVED SATISFACTKWAY NONROFDWAY THE CMTYOVEMENTS ENGINEERARE REMOVED AND REPLACED TO THE PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS `�l�r���v-�-a��! CITYOF RANCHO CUCAMONGATHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT ,�� STORM DRAIN IMPROVEMENT PLAN THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE J3 COYOTE CANYON SCHOOL PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- N SIBILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT PARKING L O T EXPANSION SHOWN ON THESE DRAWINGS. TITLE SHEET THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- M IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION C P . M . N 0 . 14 7 8 6 l OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; BITE APPROVED BY: DATE: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE OWNER Q�nFfSS( CITY ENGINEE R.C.E. N0. 24953 Underground Service Alert AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, Q+�. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING `�' ,ti< Call :TO ll FREE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN W, RECOMMENDED � ,.�/ ,- ���`` ENGINEER. �' MB. 010N 14-214 AM LAM PLAMMM 1 - 800 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT Ex;� Z-3-1- DRAWN ON Church 9~,Su ft W SHEET ALL D I SCREPANC I ES TO THE ENG I NEER PRIOR TO THE COMMENCEMENT OF WORK. * _6./`16. SHO CLC ao"lk C„� I 2 OF ,Il,ly 422 - 4133 LOCATION MAP fj� _�tv` � CHECKED DRAWING NO R.0 E. NO /4 4IWORKING DAYS RFFORF YOU DIG c/rY 5T, E 3"2! qy FILE NO OWG . OA TE '. 6-/4-?or flAR 1 Wwc, HAVEN t€ 1 , ! 1 _. i it t3 C i t . II ;IN 1f cjs. 'f a � Al , Tl� . t �$ # of MIN t_ V: 1430 o5 a l 1 - 1t 1 .f AI1�Y W t � T le f3 1'Z/ i s EL1 A E i 10 - Z 11 J �r { i PROP Ivo. d � f't b 1 �'✓ 1� YY S < Q � qp�� . /2 5 , 9 � H6l �1 g DeMD EX r, amp, 0.6 CDIJS77K1JC7- C_ a S LAT 0� ii _o•o s r= _ _. _.. . ...�'�y,�..•1... _. '"i -sem-_ -`--.�.-_. _ _ _,. : ;)� � _ ii .� [240 •J� ' 124 - y. �� oo� = , o� n ,i 1 = _ ra- 4 0. } t_ t� 1 o ; 43 N let) t�j7 .�, ►� _ 1Z_50-D LDAD is, 14 t\ ~ �i l i j3 JN0rA U. I9$7 R 18 RGP T , 4 f , • G RcP �� ��� .46 olq6�0 9/46 , � L� �f��L �C , ��47'�1��4L Y !? 17 Q v,144 [f°5 4 C.'IV Q101) /9.8 G 6 vc l:Ki i,t_ r {'R l� f} ! 1 rodZ V i� 21 22 23 24 25 aEt'11D• emsr. TEMP. G,M.P. C•8• k o v I co"sr. LAr."Y J4 " It �[ // 04M.E15 MUD // ,W� Z P r 46 le t2 . — uo i4�D3 i Q�QFESSro 8 GP l"I. G/IvE � �,\LT04 I Lsl a! 'N14814 E �.3L-o! C1 TY Or Fv" yO Cu0_A,y014EA �c i►`�` hDD C.E s L Ar•' y" l'r-X 7R /460 3 • .4 �} �l 1. � � ` - pF�U_V1ZY MAD04.� 4 *5-50cIA77-7s � ( ff""'evs*or G c✓rr AM Ab•.4ii DESCRIPTION of REVISION DATE APPROVE e � DESCRIPTION Ol INSTALL 36" R.C.P.# 1250-D. CITY o f RANCHO CUCAMONGA O INSTALL 30" R.C.P. , 1250-D. INST= IS- R.C.P. , 1250—D• STORM DRAIN IMPROVEMENT PLAN Oi COYOTE CANYON SCHOOL r, 4 CONST. TRANSITION STRIICTIIRE N0. 3 PER *� lr CITY sTn. PI.�►N No. 336. PARKING LOT EXPANSION SMc•ow-IT ae lamd'f � ��C 3wu COQ PIM CITY M. FROM STA . 21 +32 . 90 TO STA . 24+76 . 56 ( P . M . NO . 14786 O • ' O N•✓�!A L4 IV"C.Af P/m/VER PER Mr/1/L OM Ill/.f 1#6T CITY ENG I NEE � RCE No .2495 iwc,MAr /[ ► ! /6r wr in srcnew ow wEr 8O llrsr�GL !d" c.�rP � � ..� «,�„� � , ,�.. .�, - �`•s t' �, ��,a,. -� ���5�1tTON�"Y� DESIGN MADOLE L Esso s. INC. RECOMM DED tlwwe�r� Meir oiv Krdrr� cotcftry ewnHes ••-�r�"�•;-- 'r ►, > ' or GrY ER © 11POWEL is oWAW �a ' M.,B. OF THE IML EMPIRE161f g Z& .Dr-MO r-X/ST7til� 13 CoNsT)cuc7• JUAuGT/o)l 7n PrCo�,D G.,a• / G/TY 8rD. T[.4N !� .�Da . Na 14 814 �+ oa�e ATI�VIS►+ o�lo. jx/sr c.m.r car-..H air,/ C sxe Co usmacrIo v OMA//- av�"t/►s l r� / �_�� DRAWN ,aso, o�uRai srrUsu1 107 SHEET M►+a+o W�C�AMOMeA. CA 91917M10 # * 6,�?Q, MW 94o-1311 2 "L VN. tett ■EWPORto• C.N.P. r> TCY HSU "AH— � CArCl+ OVWA/ PJC COY �`M PZAA/ AO•.o 00 4?7' l+= � ~ ' � OF GD�(,CST�CIJ�=T . . . PLAN 11[0. 11 1 !! u5 w=4•o v- 4••20 k -4 c8 * 2 w_� � V- 4.84' V, = 4 f� PAW CHECK9��h)o� RCE No !� W N J . .,.► ... ,� , , G,/rr TE Y4714 FILE No,* s I S4F� •P• ON-SITE STORM DRAIN PLAN • SCHOOL - 23I0.27) PF : 126995 255 15-Mar-95 02:24 PM / 126-995- 1